Optimal isosceles trapezoid cross section of laterally loaded piles based on friction soil arching-Reference-Cited by-同舟云学术

Optimal isosceles trapezoid cross section of laterally loaded piles based on friction soil arching

Published:2017-02-13 Issue:7 Volume:21 Page:2655-2664
ISSN:1226-7988
Container-title:KSCE Journal of Civil Engineering
language:en
Short-container-title:KSCE J Civ Eng

Author:

Wu Junjie,Li Changdong,Liu Qingtao,Fan Fusong

Publisher

Springer Science and Business Media LLC

Subject

Civil and Structural Engineering

Link

http://link.springer.com/article/10.1007/s12205-017-1311-5/fulltext.html

Reference45 articles.

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2. Bouafia, A. (2007). “Single pile under horizontal loads in sand: determination of p-y curves from the prebored pressure meter test.” Geotechnical and Geological Engineering, Vol. 25, No. 3, pp. 283–301, DOI: 10.1007/s10706-006-9110-7.

3. Chang, D. W., Lin, B. S., and Cheng, S. H. (2009). “Lateral load distributions on grouped piles from dynamic pile-to-pile interaction factors.” International Journal For Numerical And Analytical Methods In Geomechanics, Vol. 33, No. 2, pp. 173–191, DOI: 10.1002/nag.706.

4. Chen, L. T. and Poulos, H. G. (1993). “Analysis of pile-soil interaction under lateral loading using infinite and finite element.” Computers and Geotechnics, Vol. 15, No. 4, pp. 189–220, DOI: 10.1016/0266-352X(93)90001-N.

5. Chevalier, B., Combe, G., and Villard, P. (2007). Load transfers and arching effects in granular soil layer, 18eme Congres Franrais de Mecanique Grenoble aout 27-31.

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